测绘学报 ›› 2016, Vol. 45 ›› Issue (7): 795-802.doi: 10.11947/j.AGCS.2016.20150638

• 大地测量学与导航 • 上一篇    下一篇

逐历元GNSS-R测高单差和双差算法

王娜子1,2, 鲍李峰1, 高凡3   

  1. 1. 中国科学院测量与地球物理研究所大地测量与地球动力学国家重点实验室, 湖北 武汉 430077;
    2. 中国科学院大学, 北京 100049;
    3. 山东大学空间科学研究院, 山东 威海 264209
  • 收稿日期:2015-12-18 修回日期:2016-04-07 出版日期:2016-07-20 发布日期:2016-07-28
  • 作者简介:王娜子(1987-),女,博士生,主要研究方向为GNSS-R测高数据处理方法与应用。E-mail:wnz@whigg.ac.cn
  • 基金资助:
    国家自然科学基金(41321063;41274050;41374021)

Improved Water Level Retrieval from Epoch-by-Epoch Single and Double Difference GNSS-R Algorithms

WANG Nazi1,2, BAO Lifeng1, GAO Fan3   

  1. 1. State Key Laboratory of Geodesy and Earth's Dynamics, Institute of Geodesy and Geophysics, Chinese Academy of Sciences, Wuhan 430077, China;
    2. University of Chinese Academy of Sciences, Beijing 100049, China;
    3. Institute of Space Science, Shandong University, Weihai 264209, China
  • Received:2015-12-18 Revised:2016-04-07 Online:2016-07-20 Published:2016-07-28
  • Supported by:
    The National Natural Science Foundation of China(Nos.41321063;41274050;41374021)

摘要: GNSS-R测高是一种高效监测水面高度及其变化的新技术。与传统水面测量技术,如验潮站、卫星测高等相比,其主要优点包括可实现更高时空分辨率的观测、测高结果不受板块垂直运动的影响等。本文提出了一种基于单差观测值组合的cGNSS-R逐历元测高算法,可提高水面高度测量的时空分辨率,并给出了基于双差观测值逐历元cGNSS-R测高算法。利用武汉东湖清河桥上cGNSS-R试验中GPS反射信号观测数据,给出了高精度高时空分辨率的湖面到反射天线相位中心垂直距离,验证了本文算法的准确性,精度可达±2~±4 cm。与水面高实际观测比较结果表明,cGNSS-R单差、双差算法可有效削弱钟差以及电离层和对流层误差对反演水面高度的影响。

关键词: GNSS-R, 反射信号, 单差算法, 双差算法, 水面高监测

Abstract: GNSS-R is a new technology for monitoring the water level with high efficiency. Compared with conventional water level measurement technique, such as satellite altimetry and tide gauges, GNSS-R can observe more reflected points with high temporal and spatial resolution and unaffected by the influence of the plate vertical motion. This paper presented an improved cGNSS-R altimetry algorithm based on single difference to derive the reflector heights epoch-by-epoch, which can enhance the temporal and spatial resolution of surface height measurements, furthermore, the other algorithm based on the double differenced carrier phase measurements was also presented in this paper. By using the observed data of cGNSS-R altimetry experiment conducted on Qinghe bridge of East Lake, Wuhan, the reflector heights between the reflected antenna and the lake surface were given to prove the above mentioned algorithms, and the precision were ±2~±4 cm. The results show that the proposed algorithms based on single and double difference which are used for water level retrieval can sufficiently decrease the influences due to clock error, ionospheric and tropospheric error.

Key words: global navigation satellite system reflectometry (GNSS-R), reflected signals, single difference, double difference, water level height

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